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HomeMy WebLinkAboutTRUSS DRAWING=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2•-0. ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. Aij DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less Al30' to 60' Span Aj 60 degrees Spree er Bar or less 2 10 ae Approx 2/3 to t g Line sPGn approx• Line ~t/2 ar span 1 REFER TO BCSI REFER TO BCSI Truss must be set this way it crane used. Truss must be set this way if crane used. Truss is on example, your truss moy not match. This is an example, truss may not match. lsist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A AIF2 HAN�I—EF2 NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Nails must be as shown. Guide tabs o Dome angle nails. SEAT PLATES BY CHAMBERS 12 4.00 I- 12 2.00 $ 8 M upset=1/4" heel=3 15/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIF'PED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ri A L�► Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers L FAB�CATIONAGRE!tNT 4 I ;> ���� TlNllpslas.oipapr,ofthe arryttherada A° . 15'-3' �' L na arkillial _ _ J wlildllathswbuad,glq,rortMs trove plaoerunals 15'-3" 19'-9" . 19'-9" I /I r..Twpa tM1 es rn.ds n wra°10K I I I I / 2.ArdtssnsLnaltefa i+°onafrgbuasa Moral INDICATES LOAD BEARING REQUIRED BY TRU:%3ES SUPPLIED BY BUILEWR AT A HEIGHT OF 8'-0' ABOVE FINISHED F( OOR i%//// 0=010I i���� I��LLLI,I�I� 09 Nil II II II A II II II .1 II II II IV: - Lel I A5 i A5 IF I t A5 BHA M 1 1 I 1 I INVERTED eve WEBS AT CENTER W/9' B.C. PANNEL, LOAD W/ (2) 41•.1 �prim I I i I Vi,,,,l%W,le „in ONIIII 14'-4" 6'-4" I 14'-4" PORCH RIGHT I®I®Imi©imi©imimisim s,,i. e_r IV N-MO \_ M MIN III INVERTED W" WEBS AT CENTER W19' D.C. PANNEL LOAD W/ (2) 41 1 t r T SETBACK BOS _I BHA rbr s a m. � no a True. wmlN on `toy wurVlt�yw�Alat ra°o. 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Design reaponrl6ary an pr'Wtlony Siatdard And Itrt>aistneMad f3ntldari,ea 0n - 4- ZOO, n lHtlp Mtltl PNN I,",olnecMd Wood Tntraas tUTEP ' 1;rof�0 AaMrbrm�rbsretdpr'9CSI1-0y 7cojhjpq& Rluntpb PIYtrueaaa must be fastened't heerhngtefora they an aef; failure to do so can reiullpq&TNtlponry and permanent bracln6 are mgWrodw Weand Property and b the raaponslbMW of ther,Study the contents of the Infonmatton Packet IneUwry before getting triages. 7MaaesnestbeaetardbracedPadadpnbPrw tt*W&dmmgL Tnsaea mtat be sit Pttanb and square Do 110tiat barfka or afack of plywood, toolhng mateytsh or any .. _6*we oh ftntrated toads err trlaaea fhb qnf Brae DUNOT SET TRUSSES UsfNG TNIS LAYOUT ' USE LAYOUT DELIVERED WITH TRUISSES TO SET TRUSSES CHAMBERS TRUSS INC i A 3105 Oleander Arienue Fort'Plan* Florida 3488244Y3 800-551.5932 FortPlsMO 772-11116-a012 Vero Beach 7ra-085 2012 Fox 772+es�97H - or Arehlteo¢s ropresentativ op drawing approval o•g is NOT a ..double ohrek" of tb Trio Contall ractor a contractor. remain for .hacking field moaresponsiblesuremanta and other construction criteriaArchitect's Arc , Architec approval covers hitec general- review of truss ate structure from r apping` and loading on g av" their res e y and uplift loads and t e locatio/�{'s, AGp�i>ved �/•t�tii Ur,le 92.0/93.2 MITEK 4.2 Braden & klradon A.LA. p,A, — DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L c Top Chord Live 20 Top Chord Dead 7 4.2 to c Bottom Chord live 10 Non -Concurrent Bottom Chord Dead 10 3 c , TOTAL Load 37 7.2 w Duration Factor 1.2.5 m m Wind Speed 1615mph m o Top Chord C.B. Sheeting by builder. 2 Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0' 3 Building Type ENCLOSED v Building Category IL•Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 L DESIGN CRITERIA shown above with the ng department and your engineer. n Criteria is the responsibility of the n Designer and/or Engineer of Record. LL Chambers Truss Inc. Drawing Name: M11392 WScale: 1 /4 = 1' 82 total trusses, 15 different trusses. MI 4: RLC ACAD: RLC Reviellved By: Date:10/07/15 Revised:03/21/18 t (n FOR I I I 14'-4 6'-4' WYNNE BUILDING CORP. l< i' CLOUiSED AREAS ARE OF �� DESCRIPTION: SPECIAL CONCERN & MUST BE PORCH LEFT 75 71' CARLTON 3BED REAR PORCH f CHECKED CAREFULLY & MAY PAGE 1of1CUSTOMER INITIALS EACH PAGE t INDICATE DEVIATION FROM ,_„PLANS 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 5a?7 ©�•111,I AIRi \"WN 1=\iI ` I\\`\\I\\\\`